Advanced fiber reinforced concrete mix designs

ABSTRACT

A concrete mix having sand, fine aggregates, binder, fibers, and various admixtures is provided. The mix has a consistency from S2 to SF3, a compressive strength in the range of 30-60 MPa and a ductility represented by fc, ffl, fR1 and fR3 values, wherein the concrete mix contains at least 390 Kg of binder, the concrete mix has a paste volume of 300-600 liters, the concrete mix contains at least two systems of fibers and a general admixture system that is composed of at least 2 sub-admixture systems.

FIELD OF THE INVENTION

The present invention relates to concrete formulations for high mechanical performances in structural designs, fiber reinforcement special mix designs to limit or avoid steel rebars or pre-stressing. More specifically, the invention discloses concrete mix designs with high volumetric content of fibers and that the concrete contains different types of fibers to form a so-called hybrid fiber system.

BACKGROUND OF THE INVENTION

Conventional fiber reinforced concrete technology is known, it has been described in various National and International Norms e.g. RILEM 162 TDF International), Model Code 2010 (International), CNR DT 204 (Italy SS 812310 (Sweden), TR63 (UK) ACI 318 (USA) ACI 360 (USA), DBV (Germany), DAFSTB (Austria). Fiber reinforced concrete mix designs containing different types of fibers have been for examples disclosed for example in WO 2011/053103 and more recently in CN102976697 and KR100940550. Such concrete are mainly used for pavement or deck repairs or to minimize the shrinkage of the concrete during hardening.

In WO 2011/053103, the main objective is to provide with a concrete to build large slabs, therefore, one property to be achieved is shrinkage resistance in order to avoid cracks formation. Therefore, shrinkage reducing agents, namely ethylene glycol, free lime or calcium sulfoaluminate, is used in combination with polymer fibers (synthetic fibers) whose role is mainly to reduce cracking due to shrinkage.

According to WO 2011/053103, the workability of the concretes is located in the classes F5 to F6, yet no data are disclosed concerning the workability retention (opening time) of the final concrete produced. Furthermore, no data and results are disclosed concerning the compressive and flexural strength of the concretes according to the invention.

Amongst others, one important disadvantage of the patent application WO 2011/053103 is the requirement to prepare a separate slurry containing water, cement and all shrinkage reducers and plasticizers (or water reducers admixture—namely powdered melamine or phosphonates), or fillers as well as fillers. The slurry is then added to the concrete prepared separately and the fibers are added.

A further important drawback of the invention according to WO 2011/053103 is the fact that the final placed concrete has to be cured using water after placing.

An additional drawback of the invention according to WO 2011/053103 is that the volume of paste is very low to ensure limited shrinkage and avoid cracking, thus reducing the scope of application and placement properties and well as the level of mechanical resistances that can be achieved, both in terms of compressive strength and in terms of flexural strength or ductility. Finally the document does not disclose water/total binder content (kg/kg) others than 0.42 and 0.46, which limits drastically the type of properties that can be achieved.

DESCRIPTION OF THE INVENTION

Relevant information related to Norms and normative tests mentioned in this patent application is described in Tables 1 and 2.

TABLE 1 Consistency of concrete (slump) with respect to EN (European) and FR (French) Norms and normative tests. EN 12350-2 NF P 18-305 Consistency slump [mm] Consistency slump [mm] S1 10 to 40 Stiff  0 to 40 S2 40 to 90 Plastic 50 to 90 S3 100 to 150 highly plastic 100 to 150 S4 160 to 210 fluid >160 S5 >220

TABLE 2 Consistency of concrete (flow) with respect to EN 12350-8 (European) Norms EN 206-1 category Flow [mm] SF1 550-650 SF2 660-750 SF3 760-850

The present invention provides a concrete mix comprising sand, fine aggregates, binder, fibers, and various admixtures, having a consistency from S2 to SF3, a compressive strength in the range of 30-60 Mpa and a ductility represented by the following values:

-   -   30<fc<60 MPa     -   3<ffl<8 Mpa     -   3<fR1<8 Mpa     -   2.5<fR3<8 MPa         wherein the concrete mix contains at least 390 Kg of binder, the         concrete mix comprises a paste volume of 300-600 liters, the         concrete mix contains at least two systems of fibers A and B,         the fibers system A consists of metallic fibers with a dosage of         25-100 kg/m3 with respect to the concrete mix and mechanical         resistance of at least 1100 MPa, the fibers system B have a         dosage of 0.2%-0-9% by m³ of the concrete mix, the concrete mix         contains a general admixture system that is composed of at least         2 sub-admixture systems I and II, wherein the first Admixture         system I comprises at least 2 polycarboxylic acid co-polymers         (PCE), a strong water reducer PCE and a workability retention         PCE, wherein the second Admixture system II is a stabilizer         obtained from a compound selected from the group consisting of         modified cellulose, carboxymethyl cellulose, hydroxyethyl         cellulose, hydroxypropyl methyl cellulose, natural starch,         modified starch, branched modified starch, naturals gums,         Xanthan gum, fine silica, colloidal silica, silica fume and any         combination thereof, herewith concrete mix of the invention.

The meaning of fc, ffl, fR1 and fR3 is the following:

fc is compressive strength, ffl is flexural strength, fR1 is strength for crack mouth opening 0.5 mm, fR2 is strength at CMOD 1.5 mm and fR3 is Strength at CMOD 2.5 mm.

The concrete mix of the invention is for slabs, floors or structural constructions with high ductility and workability retention.

The present invention proposes a solution to overcome the various drawbacks of WO 2011/053103. The concrete mix designs according to the present invention are not limited to shrinkage resistance enhancement using shrinkage reducers and synthetic fibers for this unique goal and true structural properties to be used in structural engineering for decks, bridges, pillars, etc. Also, the fiber reinforced fresh concrete mix designs according to the invention are engineered to comply with industrial production requirements, they are produced in conventional concrete mixing plants, can be transported over large distance since they have a high workability retention and do not need special curing techniques once placed.

Another embodiment is the concrete mix of the invention, further comprising coarse aggregates.

Another embodiment is the concrete mix of the invention, wherein the dosing of the Admixture system I is of 0.5-5% weight percent with respect to the binder content and the dosing of the admixture system II is of 0.1-2% weight percent with respect to the binder. This concrete mix is for high ductile thin slabs or floors with a consistency of S5-SF3.

Another embodiment is the concrete mix of the invention, wherein the dosing of the Admixture system I is of 0.1-1% weight percent with respect to the binder content and the dosing of the admixture system II is of 0.1-0.5% weight percent with respect to the binder. This concrete mix is for high ductile this slabs or floors with a consistency of S2-S4.

Another embodiment is the concrete mix of the invention, wherein the concrete mix comprises an admixture system III, wherein the third Admixture system III is obtained from a compound selected from the group consisting of cellulose microfibers, synthetic waxes, natural waxes, superabsorbing polymers, starch crosslinked polymers, acrylate crosslinked polymers, hexylene glycol (2-Methyl-2,4-pentanediol) and any combination thereof and the dosage of the admixture system III is of 0.3-6 weight percent with respect to the binder.

Another embodiment is the concrete mix of the invention, wherein fibers system C, comprising synthetic fibers, is added to the concrete mix.

Another embodiment is the concrete mix of the invention, wherein the dosage of fibers system C is of 0.02% to 2% volume with respect to the concrete.

Another embodiment is the concrete mix of the invention, wherein a part of the sand or the fine aggregates or the coarse aggregates are substituted by lightweight aggregates selected from the group consisting of expanded glass, expanded clay, pumice and expanded shale.

Another embodiment is the concrete mix of the invention, wherein the substitution rate for all aggregates (sand or/and fine or/and coarse aggregates) is at least 30% in volume.

The invention concerns special concrete mix designs to achieve any desired classes of compressive strength, while providing a high ductility and the fresh and hardened stages.

The ductility at hardened stages (28 days) is measured using flexural stress-strain measurement according to Norm EN 14561 (load increase needed to further opening the mouth size of the notch using a CMOD (Crack Mouth Opening Device)).

FIG. 1 shows typical such Load versus Crack Mouth Openings behaviors for different concretes.

Table 3 indicates the resistances and ductility values expressed by the strength at various CMOD with respect to norm EN 14 561.

TABLE 3 Various requirements for the mechanical resistances in fiber reinforced concrete. Strength requirements Application fc ffl fR1 fR3 for fiber reinforced concrete [Mpa] [Mpa] [Mpa] [Mpa] Industrial slab-on-grade 30-60  3-8 2-10 2-10 ICF 40-100  4-10 5-13 3-25 Structural rehabilitation/seismic 80-200  8-15 10-30  15-60  design for ancien buildings/ strengthtening of old structures Precast industry - bridge segments 60-200  5-15 7-35 15-50  Precast industry - tunnel lining 30-100 3-8 2-12 2-20 segments Precast industry - new jersey 30-50  3-5 2-8  2-8  Precast industry - pipes 40-80  3-7 4-10 4-10 Precast industry - refractory 40-100 4-9 8-30 5-15 concrete Columns 30-200  3-10 3-10 5-40

The concrete mix designs according to the invention contain at least 2 Fibers Systems A and Fibers System B that in combination provides the targeted mechanical properties. The Fibers System A contains only metallic fibers as described in Table 4:

TABLE 4 Characteristics of the Fibers System A (high resistance, structural) Geometry Hooked end wire, straight slit sheet or wire, deformed slit sheet or wire, flattened-end slit sheet or wire, machined chip, melt extract E modulus [Gpa] 150-250  Yielding strength [Mpa] 500-4000 Ultimate strength [MPa] 800-5000 length [mm] 35-100 length/diameter 30-120 coating no coating or zinc density [kg/m3] 6800-8000 

The Fibers system A can be prepared with different types of metallic fibers corresponding to the characteristics indicated in Table 4.

The Fibers System B contains high strength fibers that are shorter than the Fibers of Fibers System A. and is described in table 5.

TABLE 5 Characteristics of the Fiber System B (high resistance, structural) Glass Aramid Carbon Basalt Steel E modulus [Gpa] 40-100 40-200 100-400  50-500 150-220  Ultimate strength 700-2800 2000-6000  1000-7000 2000-6000 800-5000 (US) [MPa] length [mm] 5-60 5-60 0.1-30   5-100 5-35 length/diameter 10-300 30-150  10-1000   10-10000 30-120 coating no coating no coating no coating no coating no coating or zinc density [kg/m3] 2000-4000  1200-1600   800-2500 1500-4000 6800-8000 

The Fibers System B can be made out of steels fibers, glass fibers, polyaramide (PA), carbon fibers and/or basalt fibers or any combination thereof.

The geometry of the none metallic fiber are normally straight whereas the metallic fibers in system B can be hooked end wire, straight slit sheet or wire, deformed slit sheet or wire, flattened-end slit sheet or wire, machined chip, melt extract, etc. The metallic fibers can be made of amorphous metal.

The fibers in System A are used to bridge macro-cracks and provide ductility by pull-out whereas the B type fibers have mainly the function to bridge micro cracks and delay the micro-cracks propagation with energy dispersion on pull out and further micro-cracking.

Preferably, the fibers in system A are hooked, with an ultimate resistance above 1100 MPa, preferably above 1300 MPa and even more preferably above 1500 MPa.

The ratio length divided by diameter (mm/mm) is typically located between 40 and 100, preferably between 45 and 95.

Preferably, the steel fibers in system B are hooked or straight with an ultimate resistance above 1100 MPa, preferably above 1500 MPa and even more preferably above 2000 MPa.

The ratio length divided by diameter (mm/mm) is typically located between 50 and 95 preferably between 55 and 90.

Preferably the fibers system B may contain non-metallic fibers like glass fibers, with a minimum strength of 900 MPa, more preferably over 1000 MPa and a minimum length of 12 mm. the fiber system B may also contain basalt fibers, preferably with a minimum strength of 2500 MPa and a minimum length of 12 mm. Both glass and basalt fibers used are straight.

Alternatively a third synthetic fibers System C can be added to the concrete mix according to the invention, for instance acrylic fibers, polyethylene fibers, polypropylene fibers, polyester fibers to enhance properties like fire resistance or intrinsic shrinkage. Alternatively, cellulose fibers may be used in fibers system C.

TABLE 6 Characteristics of the Fibers system C Acrylic Nylon Polyester Polyethylene Polypropylene E modulus 5-30 1-10 5-40 1-15 1-15 [Gpa] Ultimate 150-1400 100-2000 500-1500 100-600  100-1100 strength (US) [Mpa] lenght [mm]  1-100  1-100  1-100  1-100  1-100 length/ 30-150 30-150 30-150 30-150 30-150 diameter bundling loose loose loose loose loose coating no coating no coating no coating no coating no coating density 1000-1400  1000-14000 1200-1500 800-1200 800-1200 [kg/m3]

The concrete is designed to allow achieving the targeted performances in terms of strength, ductility, elasticity Modulus, placement and rheological properties, workability retention, etc.

The targeted properties are not only achieved by selecting the appropriate fibers mix design. The concrete formulation also plays an important role and is an integral part of the invention. The required ductility and mechanical properties are thus obtained by a combined effect of the concrete matrix and the special design of the hybrid fiber mix design.

Typically, the concrete according to the invention contains the following ingredients per cubic meter of produced concrete (Table 7).

TABLE 7 Ingredients of the concrete matrix without admixture Systems Unit Value Total binder kg/m3 280-1000 Cement (any type) % mass of total binder 40-100 Fly ash % mass of total binder 0-50 Silica fume % mass of total binder 0-40 GGBS % mass of total binder 0-40 Other pozzolanic % mass of total binder 0-40 materials Fillers (limestone, . . . ) % mass of total binder 0-40 By pass dust % mass of total binder 0-40 Total aggregates + sand kg/m3 1000-2000  Sand - 0/4 mm % volume of total 20-100 aggregates Aggregates - 4/8 mm or % volume of total 0-80 equivalent aggregates Aggregates >7-8 mm, % volume of total 0-50 less than 20 mm aggregates Water/total binder in kg/Kg 0.1-0.8  weight Air % volume of concrete 0.1-20   Volume of paste liters min 250 Volume of fibers System A % volume of concrete 0.03 to 4    Volume of fibers System B 0.03 to 3    Volume of fibers System C 0 to 2  PCE Admixtures systems dry solid content weight % 0.1 to 5   of the total binder Internal Curing admixture dry solid content weight % 0 to 3  system of the total binder

The cement is typically CEM I, II and III, the fly ash is a conventional fly ash the sand is round or crushed sand, typically 0-4 mm and the fine or coarse aggregates are either round or crushed.

All ingredients of the final concrete are mixed using conventional industrial concrete mixers. The mixing time is conventional for about 30 seconds to some minutes.

According to the invention, the concrete mix has the following values of mechanical properties:

-   -   30<fc<60 MPa     -   3<ffl<8 Mpa     -   2.5<fR1<10 Mpa     -   2<fR3<10 MPa         with consistencies from S2 to SF3, the concrete mix of the         invention preferably contains a total binder weight that is         located between 370 and 800 Kg per m³ of concrete, a water to         total binder located between 0.2 and 0.6, more preferably         between 0.3 and 0.55, a total volume of paste that is located         between 300 and 600 liters, a total weight content of sand+fine         aggregates+coarse aggregates of 1000-1900 Kg per m³ of concrete,         the quantity of sand represents 30-60% of the total mass of the         sand+fine+coarse aggregates.

Preferably, the concrete mix of the invention contains:

-   -   Fibers System A from 0.3 to 1.2% volume of concrete     -   Fibers System B from 0.1 to 1.2% volume of concrete

A third optional third Fibers system C can be optionally used, whereas the fibers volume in Fibers system C ranges from 0 to 1.2 volume % of concrete.

More preferably, the concrete mix of the invention has the following characteristics:

-   -   30<fc<60 MPa     -   3<ffl<8 Mpa     -   3<fR1<8 Mpa     -   2.5<fR3<8 MPa     -   Fibers System A from 0.3 to 1 volume % of concrete 0.3-1     -   Fibers System B from 0.2 to 0.9 volume % of concrete 0.2-0.9

The concrete mix of the invention optionally comprises:

-   -   Fibers System C from 0 to 0.08% volume % of concrete.

Fibers in System B contains either 100% volume metallic fibers or 100% none metallic fibers, or a mix of metallic and none metallic structural fibers. Preferably the non-metallic fibers are glass fibers or basalt fibers or any mix thereof.

According to other embodiment of the invention, the concrete mix of the invention contains Fibers system C, a Fibers system A that is consisting of at least 2 different types of metallic fibers and a fibers system B that contains any mix or combination of high strength fibers metallic, organic, glass based, carbon based or basalt based.

The 3 admixture systems I, II and III used according to the invention are characterized below:

Admixture System I: Superplasticizing

This admixture system is a combination of at least two polycarboxylate ethers, with homo- or co-polymeric backbone, based on acrylic, methacrylic, maleic or allilic constitutional repeating units:

-   -   A strong water reducer PCE of molecular weight ranging from         20000 to 100000 g/mol, with grafting density ranging from 10 to         35%, ethereal side chains ranging from 750 to 5000 g/mol,         optionally cross-linked with ethereal and alkylic bridges of         lenght up to 14 EO (Ethylene Oxide Unit), PO (Propylene Oxide         Units), Carbon unit, optionally containing etheroatomic         functions, such as Sulphonate or Phosphonate organic         derivatives.     -   As workability retention PCE, of molecular weight ranging from         20000 to 100000 g/mol, with grafting density ranging from 10 to         60%, ethereal side chains ranging from 750 to 5000 g/mol,         optionally cross-linked with ethereal and alkylic bridges of         lenght up to 14 EO, PO, Carbon unit, optionally containing         etheroatomic functions, such as Sulphonate or Phosphonate         organic derivatives, optionally bearing protective groups on         acrylic residues, based on linear and branched alcohols, alkyl         methoxy, ethoxy, propoxy end-capped linear groups or ethereal         chains up to 5000 g/mol.

The dosage of the Admixture System I typically ranges from 0.05-5% solid content based on weight of total binder (total cement+total fly ash or slag+total silica fume) depending on the concrete placement properties targeted.

The ratio in weight (dry solid content) of the strong water reducer PCE and the workability retention PCE is typically located between 20:80 and 60:40 depending of the targeted application.

Admixture System II: Stabilizing

The stabilizer is a solid, a water solution, emulsion or dispersion of compounds such as:

-   -   Modified cellulose, such as carboxymethyl cellulose,         hydroxyethyl cellulose, hydroxypropyl methyl cellulose.     -   Natural and modified starch, preferably branched.     -   Naturals gums such as Xanthan gum.     -   Fine silica, such as colloidal silica,         or any combination thereof.

The dosage of the admixture system B is typically located between 0.05-2.5% solid content based on weight of binder (total cement+total fly ash or slag+total silica fume), depending on the segregation risk related to the fibers and the workability retention targeted.

Admixture System III: Internal Curing

The internal curing agent: a solid, paste, a water solution, emulsion or dispersion of compounds such as:

-   -   Cellulose microfibers     -   Synthetic or natural waxes     -   Superabsorbing polymers, such as modified starch or acrylate         crosslinked polymers.     -   Hexylene glycol (2-Methyl-2,4-pentanediol)

The total dosage of the admixture system I and system II cannot exceed however the value of 5 weight % of the total binder.

The typical dosage of Admixture system III ranges from 0.05 to 6% solid content based on weight of binder depending on the conditions (size, temperature, relative humidity of the air, etc.).

Alternatively, the concrete mix of the invention may have a partial of full substitution of the sand and aggregates with lightweight sand and aggregates (expanded shale, expanded clay, expanded glass or pumice, natural puzzolans, etc.). This enables to obtain lightweight structural fiber reinforced concretes with densities below 1800 kg/m³, preferably below 1600 Kg/m³ or even more preferably below 1400 kg/m³.

The concrete mix of the invention may contain strength development accelerators, to reach 4-6 MPa resistance after a couple of hours. This is important for post treatment of slabs (helicopter finishing for instance) that can be done a couple of hours after the casting of the slab, thus saving time and improving efficiency.

The concrete mix of the invention may also include a retarding agent for instance and sugar modified structures, vinasses, molasses, or chelating agents, etc.

The concrete mix of the invention may use an air entrainer (like surfactants, soaps or hydrophobic compounds) to ensure a trapped volume of air from 2% to 15% in volume of the final concrete for freeze-thaw resistance or fire resistance depending on the application.

The general admixture System, consisting of the 3 Admixture Systems I, II and III not only enables to obtain a controlled workability over various classes (S1 to SF3), it also enables to perfectly disperse the high amount of fibers in the Fibers Systems A and B (and optionally in fibers System C) providing a very good stability of the fibers in the concrete matrix, avoiding 30 segregation of the fibers or bleeding of the none metallic fibers thanks to optimized mixing conditions. This explains why the concrete mix of the invention can be produced using conventional concrete mixing techniques.

There are many advantages associated with the concretes according to the invention as will be seen from the examples below.

The first advantage is that the combination of the concrete mix designs, the fiber mix designs (fibers systems A, B and optionally C) and admixtures systems (I, II and III) enables to overcome all the problems from the prior art and provide a wide range of consistencies, that can by managed and controlled by the 3 admixture systems I, II and II.

Furthermore, the invention provides concrete mixes having high volume of paste that can achieve very high shrinkage reducing and enables to cast very large slabs up to 3000 m² without the appearance of cracks due to elevated ductility and resistances without having to use synthetic fibers that are weakening the resistance of the matrix and limits the applications. The combined usage of the high strength fibers system B and the admixture systems provides an optimum combination of shrinkage reduction and mechanical performances (compressive strength, flexural strength and ductility).

A further advantage of the invention is that the properties of the concrete paste, as the result of the combination of the paste content and the admixture systems, enable to use short (less than 40 mm) metallic fibers and/or high dosage of metallic fibers (over 70 Kg/m3 of concrete up to 165 kg/m3 of concrete) with no risks of segregation of without impacting the targeted consistency of the final concrete or the workability retention.

The concrete mix of the invention doesn't require special time consuming and costs ineffective curing actions, due to the presence when needed of the admixture system III, enabling self curing.

The concrete mix of the invention applies to wide range of construction elements, like slabs up to 3000 m2 without joints and without shrinkage cracks, floors, seismic applications, Insulated Concrete Frame for vertical walls, bridge segments, precast industry-tunnel lining segments, structural rehabilitation, etc.

The controlled rheology of the concrete mix of the invention enables building flat slabs or slabs with a designed slope.

The concrete mix of the invention has applications in large seamless thin slabs, floors and levels, bridges elements, concrete beams, concrete for impact resistance, seismic applications, etc. The concrete mix of the invention do not require any particular mixing processes or sequences and can be obtained in any dry of wet concrete batching plant.

One further characteristic of the concrete mix of the invention is that it provides consistency up to the SF3 self placing and self leveling consistency classes in a controlled manner through a sophisticated overall system of admixtures, and do not require any specific curing protection (water spraying, surface covering, etc.).

The concrete mix of the invention has high opening times or workability retention (period of time from the initial mixing of the ingredients during which the workability expressed by the consistency classes of the concrete S1-S5 and SF1-SF3 for self placing concretes) of the concrete does change, and remains in the same consistency class. The combination of the concrete mix design, the fibers mix design and the admixture system together enables to achieve the targeted improvements and properties.

Definitions

Hydraulic binder Material with cementing properties that sets and hardens due to hydration even under water. Hydraulic binders produce calcium silicate hydrates also known as CSH. Cement Binder that sets and hardens and bring materials together. The most common cement is the ordinary Portland cement (OPC) and a series of Portland cements blended with other cementitious materials. Ordinary Portland Hydraulic cement made from grinding clinker with gypsum. Portland cement cement contains calcium silicate, calcium aluminate and calcium ferroaluminate phases. These mineral phases react with water to produce strength. Mineral Addition Mineral admixture (including the following powders: silica fume, fly ash, slags) added to concrete to enhance fresh properties, compressive strength development and improve durability. Silica fume Source of amorphous silicon obtained as a byproduct of the silicon and ferrosilicon alloy production. Also known as microsilica. Total binder Is the sum of all cementitious components (cement, flay ash, slag, silica fume, etc.) Volume of paste Is the total volume of the cement, + fly ash + slag + silica fume + water + entrained air Fibers Material used to increase concrete's structural performance. Fibers include: steel fibers, glass fibers, synthetic fibers and natural fibers. Alumino silicate - Alkali reactive binder components that together with the activator form the by-product (Fly Ash - cementitious paste. These are minerals rich in alumina and silica in both, bottom ash) amorphous and crystalline structure. Natural Pozzolan Aluminosilicate material of volcanic origin that reacts with calcium hydroxide to produce calcium silicate hydrates or CSH as known in Portland cement hydration. Inert Filler A material that does alter physical properties of concrete but does not take place in hydration reaction. Admixture Chemical component in an admixture formulation system of one main raw material chemical polymer. Admixture Chemical admixtures used to modify or improve concrete's properties in fresh and hardened state. These could be air entrainers, water reducers, set retarders, accelerators, stabilizers, superplasticizers and others. Air entrained Total volume of air entrained in the concrete by the air entrainer. PCE PCE are Polycarboxylic Acid Co-Polymers used as a class of cement and concrete admixtures, and are comb type polymers that are based on: a polymer backbone made of acrylic, methacrylic, maleic acid, and related monomers, which is grafted with polyoxyalkylene side-chain such as EO and/or PO. The grafting could be, but is not limited to, ester, ether, amide or imide. Initial dispersant Initial dispersant is a chemical admixtures used in hydraulic cement compositions such as Portland cement concrete, part of the plasticizer and superplasticizer familiy, which allow a good dispersion of cement particles during the initial hydration stage. Superplasticizers Superplasticizer relates to a class of chemical admixture used in hydraulic cement compositions such as Portland cement concrete having the ability to highly reduce the water demand while maintaining a good dispersion of cement particles. In particular, superplasticizers avoid particle aggregation and improve the rheological properties and workability of cement and concrete at the different stage of the hydration reaction. Concrete Concrete is primarily a combination of hydraulic binder, sand, fine and/or coarse aggregates, water. Admixture can also be added to provide specific properties such as flow, lower water content, acceleration . . . Pourable A material is consider as pourable as soon as its fluidity (with our without construction vibration) allow to full fill a formwork or to be collocate in a definite materials surface. Construction Any materials that can be use to build construction element or structure. It materials includes concrete, masonries (bricks-blocks), stone, ICF . . . Structural A construction material is consider as structural as soon as the applications compressive strength of the material is greater than 25 MPa Workability The workability of a material is measure with a slump test (table 1: slump) Workability Is the capability of a mix to maintain its workability during the time. The retention total time required depends on the application and the transportation. Internal Curing Admixture agent that retains water and release the eater internally in a Admixture delayed matter to compensated form water depletion due to drying Strength The setting time start when the construction material change from plastic development - to rigid. In the rigid stage the material cannot be poured or moved setting/hardening anymore. After this phase the strength development corresponding to the hardening of the material Coarse Aggregates Manufactured, natural or recycled minerals with a particle size greater than 6 mm and a maximum size lower than 32 mm Fines Aggregates Manufactured, natural or recycled minerals with a particle size typically greater than 3 mm and a maximum size lower than 10 mm Sand aggregates Manufactured, natural or recycled minerals with a particle size lower than 3 or 4 mm Ductility Is the capacity of the concrete to deform in a none elastic way, keeping resistances expressed by residual strength a certain displacement (CMOD) according to norm EN 14651 Flexural strength Is the strength measured on 3 points bending tests (notched prismatic samples 500 mm × 150 mm × 150 mm) according to norm EN 14651 Ultimate strength Ultimate strength of the fibers before rupture (US) w/b Total free water (w) mass in Kg divided by the total binder mass in Kg

BRIEF DESCRIPTION OF THE FIGURES

FIG. 1. Flexural test results showing Crack Mouth Opening (CMOD) versus Strength according to EN 14651. This figure shows the values ffl, fR1 and fR3.

EXAMPLES OF THE INVENTION

Various examples of mix designs and corresponding results are presented here according to the invention

Example 1

Material Unit Quantity Total binder content kg/m3 390 CEM II 32.5N A-LL kg/m3 390 w/b eff — 0.4 Admix System I % total binder content 0.80% Admix System II % total binder content 0.30% Sand 0/4 round kg/m3 736 Fine aggregates gravel 4/8round kg/m3 461 Coarse aggregates gravel 8/16 round kg/m3 646 Fiber type A - l/d = 65-l = 60 mm, % volume 1.00% US = 1350 Mpa, hooked Fiber type B - steel - l/d = 60-l = % volume 0.20% 16 mm, US = 2350 Mpa, straight Entrained air l/m3 25 Paste volume l/m3 308.87 Results Unit Value Slump class — SF2 Slump flow mm 700 Workability retention min 80 fc Mpa 32 ffl Mpa 4.1 fr1 Mpa 2.6 fr3 Mpa 2.9 E modulus Gpa 27.9

This example with a low paste volume enable to achieve SF2 slump class (or consistency). In this example, only steel fibers are used in Fiber system B.

Example 2

Material Unit Quantity Total binder content kg/m3 430 CEM I 42.5 N kg/m3 300 Fly ash kg/m3 130 w/b eff — 0.55 Admix System I % total binder content 0.10% Admix System II % total binder content 0.20% Sand 0/4 round kg/m3 735 Fine aggregates gravel 4/8 round kg/m3 327 Coarse aggregate gravel 8/11 crushed kg/m3 573 Fiber type A - l/d = 50-l = 55 mm, % volume 0.35% US = 1780 Mpa, hooked Fiber type B - glass - l/d = 57-l = % volume 0.20% 12 mm, US = 1650 Mpa, straight Entrained air l/m3 20 Paste volume l/m3 385.90 Results Unit Value Slump class — S4 Slump mm 165 Workability retention min 85 fc Mpa 35.2 ffl Mpa 3.9 fr1 Mpa 3.3 fr3 Mpa 2.6 E modulus Gpa 27.2

This other example uses only metallic fibers in Fiber system B.

Example 3

Material Unit Quantity Total binder content kg/m3 510 CEM II 42.5 R/A-P kg/m3 330 Fly ash kg/m3 130 Silica fume kg/m3 50 w/b eff — 0.45 Admix System I % total binder content 1.30% Admix System II % total binder content 1.30% Admix System III % total binder content 2.80% Gluconate retarder % total binder content 0.20% Sand 0/2 round kg/m3 311 Sand 0/4 crushed kg/m3 543 Fine aggregates gravel 4/7 crushed kg/m3 389 Coarse aggregates gravel 6/12 kg/m3 311 crushed Fiber type A - l/d = 80-l = 44 mm, % volume 0.35% US = 2540 Mpa, hooked Fiber type A - l/d = 90-l = 50 mm, % volume 0.25% Fiber US = 3020 Mpa, hooked type B - steel - l/d = 60-l = 6 mm, % volume 0.20% US = 2130 Mpa, straight Entrained air l/m3 12 Paste volume l/m3 423.16 Slump class — SF3 Slump flow mm 810 Workability retention min 120 Results Unit Value fc Mpa 57.9 ffl Mpa 6.8 fr1 Mpa 8 fr3 Mpa 7.8 E modulus Gpa 30.7

This example shows an alternative according to the inventions with 2 different types of metallic fibers used in fibers system A and only steel fibers in Fibers system B.

Example 4

Material Unit Quantity Total binder content kg/m3 520 CEM III/A 42.5N kg/m3 400 Limestone Filler kg/m3 120 w/b eff — 0.4 Admix System I % total binder content 0.80% Admix System II % total binder content 0.48% Admix System III % total binder content 5.10% Sand 0/4 round kg/m3 1021 Fine aggregates gravel 4/9 Crushed kg/m3 682 Fiber type A - l/d = 50-l = 50 mm, % volume 0.35% US = 1150 Mpa, straight Fiber type B - Basalt - l/d = 1100-l = % volume 0.35% 12 mm, US = 3500 Mpa, straight Entrained air l/m3 34 Paste volume l/m3 417.59 Results Unit Value Slump class — S4 Slump mm 175 Workability retention min 60 fc Mpa 51.2 ffl Mpa 5.7 fr1 Mpa 5.1 fr3 Mpa 4.7 E modulus Gpa 34.9

This example uses only mineral fibers (basalt) in the Fibers system B.

Example 5

Material Unit Quantity Total binder content kg/m3 650 CEM I 42.5 R kg/m3 400 Silica fume kg/m3 70 GGBS kg/m3 180 w/b eff — 0.38 Admix System I % total binder content 3.70% Admix System II % total binder content 1.80% Admix System III % total binder content 0.70% Sand 0/1 round kg/m3 308 Sand 0/4 crushed kg/m3 228 Fine aggregates gravel 2/6 round kg/m3 403 Coarse aggregates gravel 4/13 round kg/m3 403 Fiber type A - l/d = 92-l = 60 mm, % volume 0.70% US = 2470 Mpa, hooked Fiber type B - Steel - l/d = 60-l = % volume 0.25% 30 mm, US = 2850 Mpa, hooked Fiber type B - Aramid - l/d = 100-l = % volume 0.10% 18 mm, US = 4500 Mpa, straight Entrained air l/m3 17 Paste volume l/m3 484.66 Results Unit Value Slump class — SF1 Slump mm 600 Workability retention min 120 fc Mpa 52.8 ffl Mpa 6.3 fr1 Mpa 6.9 fr3 Mpa 7.8 E modulus Gpa 36.8

Example of very high ductility concrete, with 2 types of high strength fibers in Fibers system B (steel and aramid).

Example 6

Material Unit Quantity Total binder content kg/m3 500 CEM II/A-T 42.5N kg/m3 300 Fly ash kg/m3 200 w/b eff — 0.49 Admix System I % total binder content 0.90% Admix System II % total binder content 0.20% Admix System III % total binder content 2.50% Accelerator - calcium formate % total binder content 4.00% Sand 0/4 round kg/m3 703 fine and coarse Gravel 4/12 round 861 Fiber type A - l/d = 50-l = 50 mm, % volume 0.50% US = 1120 Mpa, hooked Fiber type B - Steel - l/d = 80-l = % volume 0.25% 30 mm, US = 3020 Mpa, hooked Fiber type B - Glass - l/d = 80-l = % volume 0.10% 30 mm, US = 3020 Mpa, hooked Entrained air l/m3 24 Paste volume l/m3 447.57143 Results Unit Value Slump class — S5 Slump flow mm 220 Workability retention min 45 fc Mpa 46 ffl Mpa 4.9 fr1 Mpa 5.4 fr3 Mpa 5.7 E modulus Gpa 28.5

Example according to the invention where the Fibers system B contains both metallic and glass high strength fibers.

Example 7

Material Unit Quantity Total binder content kg/m3 430 CEM II 32.5 B-LL kg/m3 280 Fly ash kg/m3 150 w/b eff — 0.58 Admix System I % total binder content 1.70% Admix System II % total binder content 0.60% Sand 0/3 round kg/m3 725 Fine aggregates gravel 3/10 round kg/m3 403 Coarse aggregates gravel 10/20 round kg/m3 484 Fiber type A - l/d = 65-l = 55 mm, % volume 0.30% US = 1570 Mpa, hooked Fiber type B - Steel - l/d = 55-l = % volume 0.20% 18 mm, US = 2360 Mpa, straight Fiber type C - Polypropylene - l/d = % volume 0.45% 80-l = 50 mm, US = 750 Mpa, straight Entrained air l/m3 26 Paste volume l/m3 431.23 Results Unit Value Slump class — SF2 Slump mm 710 Workability retention min 90 fc Mpa 34.9 ffl Mpa 3.5 fr1 Mpa 3.1 fr3 Mpa 4.7 E modulus Gpa 25.7

This mix design according to the invention includes the Fiber system C with synthetic low resistance fibers (Polypropylene) specifically designed for fire resistance applications.

Example 8

Material Unit Quantity Total binder content kg/m3 1000 CEM II/A-D kg/m3 700 Fly ash kg/m3 200 Silica fume kg/m3 100 w/b eff — 0.21 Admix System I % total binder content 4.95% Admix System II % total binder content 1.20% Admix System III % total binder content 3.70% Sand 0/0.5 kg/m3 455 Sand 0.5/1 kg/m3 284 Sand 1/2 kg/m3 399 Fiber type A - l/d = 80-l = 60 mm, % volume 0.75% US = 2890 Mpa, hooked Fiber type A - l/d = 95-l = 38 mm, % volume 0.35% US = 3210 Mpa, hooked Fiber type B - Steel - l/d = 70-l = % volume 0.25% 16 mm, US = 3040 Mpa, straight Fiber type B - Glass - l/d = 60-l = % volume 0.25% 10 mm, US = 1450 Mpa, straight Fiber type B - Basalt - l/d = 1100-l = % volume 0.30% 7 mm, US = 3880 Mpa, straight Entrained air l/m3 17 Paste volume l/m3 578.01 Slump class — SF3 Slump mm 840 Workability retention min 100 Results Unit Value fc Mpa 130 ffl Mpa 13.7 fr1 Mpa 28.5 fr3 Mpa 35.7 E modulus Gpa 48.7

This final example shows an ultra high resistance concrete with very high ductility and full self placing consistency properties.

The mix design in example 8 combines 2 types of high strength fibers in the Fiber system a and 3 types of fibers (steel, glass and basalt) in the Fibers system B.

It is clear that the invention is not limited to the provided examples and that the selection of the various ingredients depend on the final application, placing and mechanical targeted properties and cost of the mix design. 

1. A concrete mix comprising sand, fine aggregates, binder, fibers, and various admixtures, having a consistency from S2 to SF3, a compressive strength in the range of 30-60 Mpa and a ductility represented by the following values: 30<fc<60 MPa 3<ffl<8 Mpa 3<fR1<8Mpa 2.5<fR3<8 MPa wherein the concrete mix contains at least 390 Kg of binder, the concrete mix comprises a paste volume of 300-600 liters, the concrete mix contains at least two systems of fibers A and B, the fibers system A consists of metallic fibers with a dosage of 25-100 kg/m3 with respect to the concrete mix and mechanical resistance of at least 1100 MPa, the fibers system B have a dosage of 0.2%-0-9% by m³ of the concrete mix, the concrete mix contains a general admixture system that is composed of at least 2 sub-admixture systems I and II, wherein the first Admixture system I comprises at least 2 polycarboxylic acid co-polymers (PCE), a strong water reducer PCE and a workability retention PCE, wherein the second Admixture system II is a stabilizer obtained from a compound selected from the group consisting of modified cellulose, carboxymethyl cellulose, hydroxyethyl cellulose, hydroxypropyl methyl cellulose, natural starch, modified starch, branched modified starch, naturals gums, Xanthan gum, fine silica, colloidal silica, silica fume and any combination thereof.
 2. Concrete mix according to claim 1, further comprising coarse aggregates.
 3. Concrete mix according to claim 1, wherein the dosing of the Admixture system I is of 0.5-5% weight percent with respect to the binder content and the dosing of the admixture system II is of 0.1-2% weight percent with respect to the binder.
 4. Concrete mix according to claim 1, wherein the dosing of the Admixture system I is of 0.1-1% weight percent with respect to the binder content and the dosing of the admixture system II is of 0.1-0.5% weight percent with respect to the binder.
 5. Concrete mix according to claim 1, wherein the concrete mix comprises an admixture system III, wherein the third Admixture system III is obtained from a compound selected from the group consisting of cellulose microfibers, synthetic waxes, natural waxes, superabsorbing polymers, starch crosslinked polymers, acrylate crosslinked polymers, hexylene glycol (2-Methyl-2,4-pentanediol) and any combination thereof and the dosage of the admixture system III is of 0.3-6 weight percent with respect to the binder.
 6. Concrete mix according to claim 1, wherein fibers system C, comprising synthetic fibers, is added to the concrete mix.
 7. Concrete mix according to claim 6, wherein the dosage of fibers system C is of 0.02% to 2% volume with respect to the concrete.
 8. Concrete mix according to claim 2, wherein a part of the sand or the fine aggregates or the coarse aggregates are substituted by lightweight aggregates selected from the group consisting of expanded glass, expanded clay, pumice and expanded shale.
 9. Concrete mix according to claim 8, wherein the substitution rate for all aggregates (sand or/and fine or/and coarse aggregates) is at least 30% in volume. 